JPS592875B2 - Borehole logging method using encasing device - Google Patents

Borehole logging method using encasing device

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Publication number
JPS592875B2
JPS592875B2 JP53001095A JP109578A JPS592875B2 JP S592875 B2 JPS592875 B2 JP S592875B2 JP 53001095 A JP53001095 A JP 53001095A JP 109578 A JP109578 A JP 109578A JP S592875 B2 JPS592875 B2 JP S592875B2
Authority
JP
Japan
Prior art keywords
logging
work
borehole
well
hole
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP53001095A
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Japanese (ja)
Other versions
JPS5494401A (en
Inventor
一善 伊田
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Individual
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Individual
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Filing date
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Priority to JP53001095A priority Critical patent/JPS592875B2/en
Publication of JPS5494401A publication Critical patent/JPS5494401A/en
Publication of JPS592875B2 publication Critical patent/JPS592875B2/en
Expired legal-status Critical Current

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Description

【発明の詳細な説明】 この発明は、地中に掘られた試錐孔を電気的に検層しよ
うとする際に、通常型の検層用電極部が試錐孔の中に進
入する場合に於ても、また進入しない場合に於ても、共
に作業の実施が可能となるように、検層用電極部を包蔵
装置の中に入れて行う検層作業の方法である。
DETAILED DESCRIPTION OF THE INVENTION The present invention provides a method for electrically logging a borehole dug underground, when a conventional logging electrode section enters the borehole. This is a well logging method in which the well logging electrode section is placed in a containment device so that the work can be carried out both in the case of entering the well and in the case of not entering the well.

本発明では検層作業とは、岩石の物理性・化学性を深度
(もしくは奥行)について、断続的またな連続的に計測
し、記録する狭義の検層作業に加えて、弾丸穿孔作業、
孔内爆破作業等のごとく検層装置の部分を用いて行なう
作業を含んでいる。
In the present invention, well logging work refers to well logging work in the narrow sense of measuring and recording the physical and chemical properties of rocks in terms of depth (or depth) intermittently or continuously, as well as bullet drilling work,
This includes work performed using parts of well logging equipment, such as hole blasting work.

従って本発明では検層用電極部は検層作業用装置の一部
であり、地上にある測深装置を含む検層用記録装置に必
要な情報を送り、地上からの指令を受けて作動するよう
な、計測を主目的とする、(a)2極または3極の電極
等とその回路、(b) 中性子源、ガンマ−線源また
は音源等と回路、また計測を主目的とせず、作業を目的
とする、(a) 弾丸穿孔器、サイドウオール・コア
・サンプラーまたは爆薬装填の容器等と接続回路、(b
) 電磁石と接続回路、等のいずれかを内蔵する端末
部分であり、試錐孔内で可動する部分である。
Therefore, in the present invention, the well logging electrode unit is a part of the well logging work equipment, and is configured to send necessary information to the well logging recording device including the sounding device on the ground, and to operate in response to commands from the ground. (a) 2-pole or 3-pole electrodes, etc. and their circuits; (b) neutron sources, gamma ray sources, sound sources, etc. and circuits; For the purpose of (a) connecting circuits with bullet perforators, sidewall core samplers, or explosive-loaded containers, etc.; (b)
) It is a terminal part that contains either an electromagnet or a connecting circuit, etc., and is a part that moves within the borehole.

検層作業は従来すべての試錐孔について必要であったが
、すべての場合、またすべての型の試錐孔で実施が可能
ではなかった。
Logging has traditionally been necessary for all boreholes, but it has not been possible in all cases or for all types of boreholes.

従来の電気的な検層作業は、検層用電極部を検層用電纜
で懸垂して試錐孔に挿入するいわゆる懸垂型検層作業の
方法をとっている。
Conventional electrical well logging work employs a so-called suspended type well logging method in which a well logging electrode is suspended by a logging wire and inserted into a borehole.

この方法を用いた検層作業は、垂直に近い高角度の試錐
孔について、世界各国で普通に行われているが、懸垂と
云う方法をとる限り、低角度になる程作業は難しくなり
、水平もしくは仰角をもつ場合は殆んど作業ができなく
なる。
Well logging using this method is commonly carried out around the world for boreholes at high angles that are close to vertical, but as long as the suspension method is used, the lower the angle, the more difficult the work becomes. Or if it has an elevation angle, it becomes almost impossible to work.

これをさらに詳細に説明すると、たとえば在来の型式で
ある垂直の下方(図面1第1図)もしくはそれに近い傾
斜堀りの場合(図面1第2図)は、電気的な検層作業の
為の電極部は重力により自然に試錐孔内に降下するから
、検層作業は可能である。
To explain this in more detail, for example, in the case of the conventional type of vertical downward drilling (Fig. 1 in Drawing 1) or a similar inclined trench (Fig. 2 in Drawing 1), electrical logging work is required. Logging work is possible because the electrode part naturally descends into the borehole due to gravity.

ところが傾斜堀りの試錐孔で、孔心の一部が伏角45度
以下になる場合(図面2第3,4,5図)には、検層用
電極部は重力により自然に降下せず、検層作業は不能と
なるケースが多い。
However, in an inclined borehole, if part of the borehole center has an inclination angle of 45 degrees or less (Figs. 3, 4, and 5 of Drawing 2), the logging electrode part will not naturally descend due to gravity, In many cases, logging work becomes impossible.

また孔心の伏角もしくは仰角が極めて低角な試錐孔(図
面3第6,7,8,9図)では、検層用電纜が柔軟であ
るため、孔内に進入させる事ができず、従って検層作業
は全く不可能である。
In addition, in boreholes where the angle of inclination or elevation of the borehole center is extremely low (Figures 6, 7, 8, and 9 in Drawing 3), the logging wire is flexible and cannot be inserted into the hole. Logging work is completely impossible.

そのほか、試錐孔内に崩壊部のある場合(図面4第見図
)、水層等の存在のため流体が試錐孔から徐々に溢れ出
る場合(図面4第11図)、または試錐孔の孔壁が、徐
々に押しつぶれるいわゆる盤ぶくれ部のある場合(図面
4第12図)には、これらの処理に時間がかかり、検層
作業は困難である。
In addition, there are cases where there is a collapsed part in the borehole (Fig. 4, Fig. 4), where fluid gradually overflows from the borehole due to the presence of a water layer, etc. (Fig. 11, Fig. 4), or the borehole wall of the borehole. However, if there is a so-called disk bulge that gradually collapses (see Figure 4 and Figure 12), these treatments take time and logging work is difficult.

もし処理が不充分な時には、検層作業がしばしば不可能
となる。
If treatment is inadequate, logging operations are often impossible.

この発明は、それらの欠点を除き、従来作業ができなか
った状況の試錐孔においても、円滑に検層用電極部を進
入させ検層作業を行なう事ができるようにする事を目的
とした発明である。
This invention aims to eliminate these drawbacks and to enable well logging work to be carried out by smoothly entering the logging electrode section even in boreholes where work could not be done in the past. It is.

これを図面について説明すれば、まず図面5第13図に
ついて述べると、包蔵装置1は互に糊付け、ハメ込み、
ネジ込み等で固着できる接合部3、主体部2および底部
4から成る。
To explain this with respect to the drawings, first of all, referring to FIG. 5 and FIG.
It consists of a joint part 3 that can be fixed by screwing, etc., a main part 2, and a bottom part 4.

接合部3の外観は円筒型であるが、片側に溝5があり、
図面6に示した掘削用掘り管13と着脱自在である。
The appearance of the joint 3 is cylindrical, but there is a groove 5 on one side.
It is detachable from the excavation pipe 13 shown in FIG. 6.

接合部30円筒面は平滑であるかまたはネジ山を持つ。The cylindrical surface of joint 30 may be smooth or threaded.

図面6第1図は接合部3が掘削用掘り管13の内側にあ
る型式で、図面6第1図は接合部3が外側にある型式で
ある。
Fig. 1 of Drawing 6 shows a type in which the joint 3 is located inside the excavation pipe 13, and Fig. 1 in Drawing 6 shows a type in which the joint 3 is located outside.

いづれの場合も接合部3は、外面もしくは内面で掘削用
掘り管13と接し、かつ支持される。
In either case, the joint portion 3 is in contact with and supported by the excavation pipe 13 on its outer or inner surface.

また図面5に示した主体部2は円筒型をなし、その中に
検層用電極部γを収納できる形状を持つ。
Further, the main body part 2 shown in FIG. 5 has a cylindrical shape, and has a shape in which the logging electrode part γ can be accommodated.

そして検層用電纜8を通す切れ込み6をもつ。It has a notch 6 through which a logging cable 8 is passed.

さらに必要に応じて、主体部20表面に試錐孔11内の
流体が流通するように小孔、スリット、窓または網目を
つげる事がある。
Furthermore, if necessary, small holes, slits, windows, or meshes may be provided on the surface of the main body 20 so that the fluid in the borehole 11 can flow therethrough.

掘削用掘り管13の端面ば、主体部2の端面と接触する
(図面6第U図および第し1図)場合がある。
The end surface of the excavation pipe 13 may come into contact with the end surface of the main body portion 2 (FIG. 6 U and FIG. 1).

包蔵装置1の底部4は図面5の如く、中空でなく、円盤
型または円柱型をなし、必要に応じて辷り止めの突起を
つげる事がある。
As shown in FIG. 5, the bottom part 4 of the packaging device 1 is not hollow, but has a disk shape or a cylindrical shape, and may be provided with a protrusion to stop it if necessary.

以上のような部分で構成される包蔵装置1は試錐孔11
に自由に入り得る大きさを持ち、そのすべての部分は、
塩化ビニール、プラスチック、ベークライト等の化学合
成材料、木製品等の非金属材料から成る。
The packaging device 1, which is composed of the above-mentioned parts, has a borehole 11.
It has a size that allows it to freely enter, and all its parts are
It consists of chemically synthesized materials such as vinyl chloride, plastic, Bakelite, and non-metallic materials such as wood products.

これは包蔵装置が電気的な計測等の作業に影響を与えぬ
事と、孔内に残置した包蔵装置を破砕した場合に、比重
が小さく、循環泥水によって破片を試錐孔外に送り出せ
る利点がある為である。
This is because the containment device does not affect work such as electrical measurements, and when the containment device left in the borehole is crushed, the specific gravity is small and the fragments can be sent out of the borehole by circulating muddy water. It is for a certain reason.

ここに、本発明では試錐孔とは、小口径の所謂ポーリン
グ孔ばかりでなく、大口径の資源の探査開発を目途する
試掘外・探掘外・開発弁等の坑井や、橋脚・ダム等の構
築のための直径1メートル以上に及ぷ坑井などもふくむ
ものである。
Here, in the present invention, a borehole refers not only to a small-diameter so-called polling hole, but also to a large-diameter well, such as a non-exploration drilling, non-exploration drilling, or development valve well aimed at exploration and development of resources, a bridge pier, a dam, etc. This includes wells with a diameter of 1 meter or more for the construction of tunnels.

また本発明では、検層作業は、比抵抗法・誘導電磁法・
自然電位法・音波検層法・放射能検層法・温度検層法等
の試錐孔内の計測を主目的とする狭義の検層作業と共に
、検層装置(記録装置・巻揚機・測深装置、検層用電纜
・検層用電極部等)の一部を使用する作業、たとえば、
金属片探知作業、弾丸穿孔作業、サイドウオール・コア
・サンプリング作業(SWC採取作業)、あるいは試錐
孔内の爆破作業等をふくむものである。
In addition, in the present invention, logging work can be carried out using the resistivity method, induction electromagnetic method,
In addition to logging work in a narrow sense whose main purpose is measurement in boreholes such as the self-potential method, sonic logging method, radioactivity logging method, and temperature logging method, logging equipment (recording equipment, hoisting equipment, sounding equipment, etc.) Work that uses part of the equipment, logging cables, logging electrodes, etc.), for example,
This includes metal fragment detection work, bullet drilling work, sidewall core sampling work (SWC sampling work), and blasting work in boreholes.

ここに金属片探知作業とは、電磁石を持つ側柵(例えば
、マグネチクター)による孔内の金属片の位置を探知す
る作業であり、弾丸穿孔作業(ガンパーフォレーション
作業)は、弾丸穿孔器(例エバ、ジュランペルジャ一式
ガンパーフォレータ−)を使用して、孔心から側方向に
、急激な推進力によるケーシング管ならびに孔壁の穿孔
作業である。
Metal fragment detection work here refers to the work of detecting the position of metal fragments in a hole using a side fence with an electromagnet (e.g., a magnetic sensor), and bullet perforation work (gun perforation work) refers to the work of detecting the position of metal fragments in a hole using a side fence with an electromagnet (e.g., a magnetic sensor). This is a drilling operation of the casing pipe and the hole wall using a sudden thrust force laterally from the hole center using a Duran-Perger set gun perforator.

サイドウオール・コア・(SWC)採取作業とは、サイ
ドウオール・コア・サンプラー(例えば、ジュランペル
ジャ一式C8T装置)を使用し、孔心の側方向に急激な
推進力により穿孔し、かつ、岩石の標本を採取する作業
である。
Sidewall core (SWC) sampling is a process in which a sidewall core sampler (e.g., a Duran-Perjar set C8T device) is used to drill a hole in the lateral direction of a hole with a rapid thrust, and This is the work of collecting specimens.

したがって本発明では、検層用電極部には、計測を主目
的とする検層用電極部と、計測を主目的とせず、作業を
目的とする検層用電極部たとえばサイドウオール・コア
採取作業に用いるサイドウオール・コア・サンプラー、
弾丸穿孔作業用の弾丸穿孔器、孔内爆破作業用の爆薬を
装填した容器等がある。
Therefore, in the present invention, the well logging electrode section includes a well logging electrode section whose main purpose is measurement, and a well logging electrode section whose main purpose is not measurement but work, such as sidewall core collection work. sidewall core sampler used for
There are bullet perforators for bullet drilling work, containers loaded with explosives for hole blasting work, etc.

このような検層作業のための検層装置の一例はジュラン
ペルジャ一式検層装置である。
An example of a logging device for such well logging work is a Duran-Perger complete logging device.

以上の構造をもつ包蔵装置を用いた検層作業は、図面7
,8,9に示す次の段階の検層プロセスをふくむ作業で
ある。
The logging work using the containment device with the above structure is shown in Figure 7.
This work includes the next stage of the logging process shown in , 8 and 9.

検層プロセス−(イ):包蔵装置1の主体部2の中に、
計測を目的とする検層用電極部7を挿入し、これと接続
する検層用電纜8を包蔵装置1の切れ込み6を通す。
Logging process - (a): In the main body part 2 of the packaging device 1,
A well logging electrode part 7 for the purpose of measurement is inserted, and a well logging cable 8 to be connected thereto is passed through the notch 6 of the packaging device 1.

検層プロセス−(ロ):次に掘削用掘り管13の外側に
検層用電纜8を位置させて、掘削用掘り管13と包蔵装
置1とを装着し、次々に掘削用掘り管13を接続しなが
ら、試錐孔11の中に挿入する。
Well logging process - (b): Next, position the logging cable 8 on the outside of the excavation pipe 13, attach the excavation pipe 13 and the containment device 1, and then install the excavation pipe 13 one after another. Insert into the borehole 11 while connecting.

したがってこれに伴い検層用電纜8も引き込まれてゆく
(図面7第1619図)。
Therefore, along with this, the logging cable 8 is also drawn in (Fig. 1619 of Drawing 7).

検層プロセス −eυ:試錐孔11の中で電気的な検層
作業を予定している位置に包蔵装置1が達した時(図面
9第襲図)、掘削用掘り管13を包蔵装置1から離脱さ
せ、試錐孔11から引き出す(図面8第20−22図)
Logging process −eυ: When the containment device 1 reaches the position in the borehole 11 where electrical logging work is planned (see Figure 9), the excavation pipe 13 is removed from the containment device 1. Remove it and pull it out from the borehole 11 (Figures 20-22 of Drawing 8)
.

この場合図面5の包蔵装置1の接合部3にある溝5は、
掘削用掘り管13から包蔵装置1が離脱した後に。
In this case, the groove 5 in the joint 3 of the packaging device 1 in drawing 5 is
After the packaging device 1 is detached from the excavation pipe 13.

検層用電纜8が孔心12について傾かずに検層用電極部
7を牽引できる作用をする。
The logging cable 8 functions to be able to pull the logging electrode part 7 without tilting about the hole center 12.

検層プロセス −に):さらに検層用電纜8を試錐孔1
1外の巻揚機で巻き取り、包蔵装置1から検層用電極部
7を抜き出す(図面9第一図)6検層プロセス −(ホ
):そこで包蔵装置1を試錐孔11内に残置した状態で
、地上から電気的な指令を発し、巻き揚げ、計測ならび
に記録等の操作を開始し、検層用電極部7が地表14に
達して試錐孔内の電気的な操作が終了する。
Logging process - to): Furthermore, logging cable 8 is installed in borehole 1.
1 Winding up with an outside winding machine and extracting the logging electrode part 7 from the containment device 1 (Fig. 9, Figure 1) 6. Logging process - (e): Then, the containment device 1 was left in the borehole 11. In this state, electrical commands are issued from the ground to start operations such as hoisting, measurement, and recording, and when the logging electrode section 7 reaches the ground surface 14, the electrical operations in the borehole are completed.

以上述べた検層するための基本フロセス以外のケースを
挙げると、 ケース (甲):ケーシング管を挿入してない試錐孔1
1の裸坑の部分に対して、サイドウオール・コア・サン
プリング作業(SWC採取採取作業性なう場合には、計
測を主目的とする検層用電極部7のかわりにサイドウオ
ール・コア・サンプラーを主体部2の中に挿入し、これ
と接続する検層用電纜8を切れ込み6を通す(検層プ0
セス −イ)。
Cases other than the basic process for logging mentioned above are as follows: Case (A): Borehole 1 without a casing pipe inserted
Sidewall core sampling work (in the case of SWC collection work, a sidewall core sampler is used instead of the logging electrode section 7 whose main purpose is measurement) for the bare pit section 1. into the main body part 2, and pass the logging wire 8 connected to it through the notch 6 (logging wire 8).
Seth-i).

次に(検層プロセス 一口)の挿入(図面10第霊図)
、(検層プロセスーハ)離脱、(検層プロセス −二)
抜き出し、と基本プロセスに準する作業段階を経て、包
蔵装置1を試錐孔11内に残した状態で、サイドウオー
ル・コア(SWC)の採取を行ない(図面10第26図
)、検層用電纜8を地表14で巻き揚げ、サイドウオー
ル・コア・サンプラーを地表にもたらし、作業を終了す
る(検層プロセス −ホ)。
Next, insert (logging process bite) (Drawing 10th spiritual map)
, (Logging process - C) Detachment, (Logging process - II)
After extraction and other work steps similar to the basic process, the sidewall core (SWC) was collected with the containment device 1 left in the borehole 11 (Fig. 26 of Drawing 10), and the logging cable was removed. 8 at the surface 14, bring the sidewall core sampler to the surface, and complete the work (logging process - e).

ケース (乙)二ケーシング管19を挿入しである試錐
孔11について、弾丸穿孔作業(ガンパーフォレーショ
ン作業)を行なう場合には、計測を主目的とする検層用
電極部γにかえて、弾丸穿孔器を検層用電纜8に接続し
、包蔵装置1の主体部2の中に挿入する。
Case (B) When performing bullet perforation work (gun perforation work) on the borehole 11 into which the two casing pipes 19 are inserted, the bullet perforation work is performed instead of the logging electrode part γ whose main purpose is measurement. The container is connected to the logging cable 8 and inserted into the main body 2 of the packaging device 1.

次に(検層プロセス 一口)挿入、(検層プロセス −
・・)離脱、(検層プロセス −二)抜き出し、の基本
プロセスに準する作業段階を経て、包蔵装置1を孔内に
残置した状況(図面10第27図)で、目標とする位置
でケーシング管19を貫通する弾丸穿孔作業を地上から
の電気的な指令で行なう。
Next, insert (logging process bite), (logging process −
...) Detachment and (2) Extraction, the casing is removed at the target position with the containment device 1 left in the hole (Fig. 27 of Drawing 10). The bullet drilling operation that penetrates the pipe 19 is performed by electrical commands from the ground.

さらに検層用電纜8を地上で巻き揚げ、弾丸穿孔器を地
表14に回収し、作業を終了する(検層プロセス −ホ
)。
Further, the logging cable 8 is hoisted up on the ground, the bullet perforator is collected on the ground surface 14, and the work is completed (well logging process - e).

ケース (丙):試錐孔11内の爆破作業の場合は、計
測を主目的とする検層用電極部Tのかわりに、爆薬を装
填した容器を検層用電纜8と接続して包蔵装置1の主体
部2の中に挿入しく検層プロセス −イ)、包蔵装置1
を掘削用掘り管13に装着し、試錐孔11に(検層用プ
ロセス 一口)の挿入を行なう(図面10第え]図)。
Case (C): In the case of blasting work in the borehole 11, instead of the logging electrode part T whose main purpose is measurement, a container loaded with explosives is connected to the logging cable 8 and the packaging device 1 is used. The storage device 1 should be inserted into the main body 2 of the logging process -a)
is attached to the excavation pipe 13, and the logging process mouthpiece is inserted into the borehole 11 (Fig. 10, E).

目標とする位置の付近に於て、(検層プロセス−・・)
離脱、(検層プロセス −ニ)抜き出し、を基本プロセ
スに準じて行なう。
Near the target location, (logging process...)
Detachment and (logging process - d) extraction are carried out according to the basic process.

次に包蔵装置1を孔内に残置した状態(図面10第26
図もしくは第27図)で、地上から検層用電纜8を通じ
て電気的な指令を送り、爆薬を爆発させる。
Next, the state in which the packaging device 1 is left in the hole (No. 26 in Drawing 10)
27), an electrical command is sent from the ground through the logging cable 8 to detonate the explosive.

ついで検層用電纜8を巻き揚げ、作業を終了する(検層
プロセス −ホ)。
Next, the logging cable 8 is hoisted up and the work is completed (logging process - e).

この爆破作業は試錐孔11内に存在する物体を破壊する
目的もしくは孔壁を拡大する目的等を持つ作業である。
This blasting work has the purpose of destroying objects existing in the borehole 11 or expanding the borehole wall.

本発明の作用効果を総合すると、従来では検層が出来な
かったような試錐孔に対して、本発明の装置を適用すれ
ば、短時間に容易に、かつ経済的に検層作業を行ない得
る事が特徴である。
To summarize the effects of the present invention, if the device of the present invention is applied to boreholes where logging could not be done conventionally, well logging work can be carried out easily and economically in a short time. This is a characteristic.

これを更に事例について説明すれば、 (A):本発明の装置を使用すれば、掘削用掘り管13
に装着するから、検層用電極部7を孔心12に沿って、
試錐孔11に送り込む事が出来る。
To further explain this with an example, (A): If the device of the present invention is used, the excavation pipe 13
Since the logging electrode section 7 is attached to the hole center 12,
It can be fed into the borehole 11.

すなわち在来の懸垂型で出来なかった検層用電極部7の
方向の保持が出来る効果がある。
That is, there is an effect that the direction of the logging electrode section 7 can be maintained, which was not possible with the conventional suspension type.

(B):本発明の装置を使用すれば、検層用電極部γを
試錐孔11の孔壁から保護し、また試錐孔11の中にあ
る岩石片等の異物から保護する効果がある。
(B): Using the device of the present invention has the effect of protecting the logging electrode part γ from the borehole wall of the borehole 11 and from foreign objects such as rock fragments inside the borehole 11.

(q:裸坑である試錐孔11について本発明の装置を使
用し、(検層プロセス −イ)装着、(検層プロセス
一口)挿入、(検層プロセス 〜・・)離脱、(検層プ
ロセス −二)抜き出しの作業を終ると、地中の検層用
電極部70周辺で、電気的計測作業に障害となる金属性
部品が無いから、計測作業が可能である適正な環境を構
成する効果がある。
(q: Using the device of the present invention for borehole 11, which is an open pit, (logging process-a) mounting, (logging process
After completing the operations of (1) insertion, (well logging process), (2) extraction, (well logging process -2), metallic objects that become obstacles to electrical measurement work are found around the underground logging electrode section 70. Since there are no parts, it has the effect of configuring an appropriate environment in which measurement work can be performed.

(D):本発明の装置を用いた検層作業が一旦終了した
後に、同じ試錐孔についてさらに掘進を行なう場合には
、試錐孔11内には非金属材料のみでできている包蔵装
置1が残存しているだけであるから、これを掘り砕いて
そのまま掘進が可能である。
(D): After the logging work using the device of the present invention is once completed, if the same borehole is to be further excavated, the containment device 1 made only of non-metallic materials is installed in the borehole 11. Since it is the only thing left, it is possible to dig it up and continue digging.

すなわち追掘可能の作用効果がある。(6)二本発明の
装置を用いた検層作業が一旦終了した後に、同じ試錐孔
について検層作業を繰返す場合にも、さらに本発明の包
蔵装置を使用すれば、繰返して検層が可能である。
In other words, there is an effect that additional digging is possible. (6) After logging work using the device of the present invention is once completed, if the logging work is to be repeated for the same borehole, if the containment device of the present invention is further used, logging can be performed repeatedly. It is.

すなわち孔内に残存しているはじめに使用した包蔵装置
1は、二度目以降の検層作業の障害とならない事が装置
の一つの特長である。
That is, one of the features of the device is that the initially used storage device 1 remaining in the hole does not become an obstacle to logging operations from the second time onwards.

従って検層作業の反復可能と云う作用効果がある。Therefore, there is an effect that the logging work can be repeated.

(F):本発明の装置を用いれば、試錐孔11の一部あ
るいは全部において、孔心12の伏角カ45度以下であ
る型式の試錐孔(例えば図面2第影4.5図)の中にお
ける孔内のすべてについて、検層作業が可能となる作用
効果がある。
(F): If the device of the present invention is used, it is possible to use a borehole of a type in which the inclination angle of the borehole center 12 is 45 degrees or less in part or all of the borehole 11 (for example, Fig. 4.5 of Figure 2). This has the effect of making well logging possible for all areas inside the hole.

(G):本発明の装置を用いれば、孔心の仰角が45度
以下であるか伏角が45度以下となるいわゆる横型試錐
孔(例えば図面3第6,7,8,9図)においても、容
易に検層作業が可能となる作用効果がある。
(G): If the device of the present invention is used, it can be used even in so-called horizontal boreholes (for example, Figures 6, 7, 8, and 9 of Drawing 3) where the elevation angle of the borehole center is 45 degrees or less or the depression angle is 45 degrees or less. This has the effect of making well logging work easier.

このような試錐孔における検層作業は、本発明がその作
用効果を最も発揮し得るものの一つであるから、これを
さらに詳しく説明すれば、次の通りである。
The logging operation in such a borehole is one of the operations in which the present invention can most effectively exhibit its effects, and will be explained in more detail as follows.

ダム工事あるいはトンネル工事に伴う試錐孔にあっては
、高角下方のいわゆる縦型試錐孔(例えば図面1)のほ
かに、水平に近い横型試錐孔(例えば図面3)が多く、
横型の場合従来は電気的な検層作業を行なう事が全(で
きない実情にあった。
In boreholes associated with dam construction or tunnel construction, in addition to the so-called vertical boreholes with high angle downwards (for example, Drawing 1), there are many horizontal boreholes that are close to horizontal (for example, Drawing 3).
In the case of a horizontal type, it was not possible to perform electrical logging work in the past.

その為このような場合には孔内から、岩石片もしくはコ
ア(若君)サンプルを繰返し採取するのが常であった。
Therefore, in such cases, it was customary to repeatedly collect rock fragments or core samples from inside the hole.

これは多大な経費と日数のかかる作業である。This is a task that requires a great deal of money and time.

ところが如何に多数のサンプルを採取しても100パー
セントサンプルを採る事は極めて難しい。
However, no matter how many samples are collected, it is extremely difficult to collect 100% samples.

例えば大きな空洞などはサンプルが存在せず、したがっ
て岩石の賦存状況を推測するに止まって来た。
For example, there are no samples of large cavities, so we have only been able to estimate the state of rock formation.

この事は危険防止上知らねばならぬ部分の知識を欠く事
にあたる。
This is equivalent to a lack of knowledge in areas that must be known in order to prevent danger.

その為出水などを予知する事が出来ず、作業上危険を伴
うことが屡々あった。
As a result, it was impossible to predict flooding, which often resulted in dangerous work.

ことに海底トンネルの場合は大事故につながった事もあ
る。
Particularly in the case of undersea tunnels, this has led to major accidents.

このような場合に、本発明の装置を適用すれば検層作業
が可能となり、試錐孔内の連続的な記録をとり得る。
In such a case, if the apparatus of the present invention is applied, well logging work becomes possible and continuous records of the inside of the borehole can be taken.

また多数のサンプルをとらなくても、サイドウオール・
コア・サンプラーを内蔵する包蔵装置1を使用すれば、
試錐孔11内の必要な部分のサンプルを短時間に随時採
取できる。
In addition, sidewall
If you use the packaging device 1 with a built-in core sampler,
A sample of a necessary portion within the borehole 11 can be taken at any time in a short period of time.

すなわち、言[IJとSWC採取の両作業により、全体
の工期を削減し、工費を節約し、かつ従来は推測するに
止まっていた水に飽和されている空隙・空洞などをはじ
め、岩石の物性の記録をとり、危険を予知できるから、
その対策を予めほどこす事が出来る。
In other words, by both IJ and SWC collection, the overall construction period can be reduced, construction costs can be reduced, and the physical properties of rocks, including water-saturated voids and cavities, which could only be guessed in the past, can be investigated. Because you can keep records and predict danger,
Countermeasures can be taken in advance.

従って、トンネル工事の中でもことに海底トンネルに適
用する場合は本発明の作用効果が太きい。
Therefore, the effects of the present invention are significant when applied to tunnel construction, especially undersea tunnels.

また従来は検層作業が不可能であった炭坑の横型試錐孔
に、本発明の装置を用いて検層作業を行なえば、ガスを
胚胎する位置を適確に知り処置が行なえるから、ガス爆
発等の事故を未然に防ぐ事が可能である。
In addition, if the device of the present invention is used to perform well logging work in horizontal boreholes in coal mines, where well logging work has not been possible in the past, it will be possible to accurately determine the location where gas will be present and take appropriate measures. It is possible to prevent accidents such as explosions.

0:石油および天然ガスを目途する坑井について、本発
明の装置を用いて検層作業を行なえば次に述べる多くの
利点がある。
0: If the device of the present invention is used to perform logging work on wells intended for oil and natural gas production, there will be many advantages as described below.

H−1):地表近くでは垂直に近いが、坑底に近づくに
つれて、孔心12が低角となる型の傾斜掘り法による多
くの坑井(図面2第シ、正。
H-1): Many wells are made using the inclined drilling method, where the hole center 12 is vertical near the ground surface, but as it approaches the bottom, the hole center 12 becomes at a lower angle (Figure 2, C, positive).

1図)に対しては、在来の懸垂型による検層作業で検層
が可能な範囲は浅層部のみに限られていた。
Regarding Fig. 1), the range in which well logging can be done using conventional suspended type well logging was limited to shallow layers.

そして油層もしくはガス層が深層部にあると見られる場
合にも、検層用電極部7が坑底にとどかず、目標とする
部位に達せぬ為に、やむを得ずこの坑井の深層部の検層
作業を見あわせるのが慣例であった。
Even if the oil or gas layer is found to be in the deep part of the well, the logging electrode part 7 will not reach the bottom of the well and will not be able to reach the target area, so it is unavoidable to do logging in the deep part of the well. It was customary to postpone work.

すなわち、最も必要な部位の、不可欠な記録がとれない
まま、巨額の資金を投じた掘削を終ることが多くあった
In other words, large sums of money were often invested in excavations that ended without essential records being taken in the areas most needed.

本発明の装置を用いれば、重力に頼る懸垂型と異なり、
掘削用掘り管13を使用する為に、孔心12の角度に左
右されない。
Using the device of the present invention, unlike a suspended type that relies on gravity,
Since the digging pipe 13 is used, the angle of the hole center 12 is not affected.

従ってこの場合でも容易に検層できる作用効果がある。Therefore, even in this case, there is an effect that the well can be easily logged.

(H−2):垂直に近い高角度で下方に掘削する試錐孔
は、日本の国内・国外に数多くあり、普通の型の試錐孔
である。
(H-2): There are many boreholes in Japan and abroad that are drilled downward at a high angle close to vertical, and they are a common type of borehole.

そして多くの場合検層作業を伴う(図面1第1図および
第2図)C現在3000メートル級の石油探鉱を目的と
する海洋掘削の例をとると、雇用契約を含めた直接の作
業費は、1時間あたり概略 1ioooo円以上を必要とする。
In many cases, logging work is involved (Figures 1 and 2 of Figure 1)C. Taking the example of offshore drilling for the purpose of oil exploration at a depth of 3,000 meters, the direct work costs including employment contracts are , it costs approximately 1ioooo yen or more per hour.

従って担当者は、総作業費を軽減する為に、当然作業時
間をできるだけ縮少する事に腐心している。
Therefore, the person in charge naturally strives to reduce the working time as much as possible in order to reduce the total working cost.

しかしながら、現場で作業中に、孔内の状況が従来の懸
垂型の検層作業には適した状況でなく、しかも作業は必
要であり、孔内の調整に時間を要すると云うケースにし
ばしば遭遇する。
However, while working in the field, we often come across cases where the conditions inside the hole are not suitable for conventional suspended logging work, and further work is necessary and time is required to adjust the inside of the hole. do.

その上、このような状況で孔内を調整する為に、50時
間以上を空費する事も度々おこっている。
Moreover, it often happens that more than 50 hours are wasted to adjust the inside of the hole under such conditions.

すなわち一回の検層作業を実施するために、此の間に概
略5500000円以上を無駄に消費している事となる
In other words, approximately 5,500,000 yen or more is wasted during this period to carry out one well logging operation.

本発明の装置を用いて検層作業を行なえば、全体の作業
時間を縮少し、しかも同一の測定記録もしくは作業結果
を得る作業効果がある。
If well logging is carried out using the apparatus of the present invention, the overall working time can be reduced and the same measurement records or work results can be obtained.

たとえば、試錐孔の内部から水などの流体が溢れ出る場
合には、検層用電極部7を試錐孔11内に送り込む事が
難しくなる。
For example, if fluid such as water overflows from inside the borehole, it becomes difficult to feed the logging electrode section 7 into the borehole 11.

(図面4第11図)。(Figure 4, Figure 11).

本発明の装置を適用すれば、溢れ出る流体の圧力に抗し
て、検層用電極部7を試錐孔11の中に設置できる。
By applying the device of the present invention, the logging electrode section 7 can be installed in the borehole 11 against the pressure of overflowing fluid.

すなわち検層作業が可能となり、水などの流体が試錐孔
11内へ出る源の位置・規模等を知り、容易に対策を講
じることが出来る。
In other words, well logging work becomes possible, the location and scale of the source of fluid such as water flowing into the borehole 11 can be known, and countermeasures can be easily taken.

すなわちこれまでは水層17などを制圧する為に、時間
、資材を多(必要としたが、それらが削減できる作用効
果がある。
In other words, in order to suppress the water layer 17, etc., a large amount of time and materials were required up until now, but there is an effect that these can be reduced.

(H−3):高角な下方への試錐孔(図面1)に ・お
いて、崩壊部16が存在する事がわかっている場合(図
面4第り図)には、検層用電極部7の挿入を普通中止す
る。
(H-3): In a high-angle downward borehole (Drawing 1), if it is known that a collapsed part 16 exists (Fig. 4), the logging electrode part 7 Normally cancels insertion.

従って電気的な検層作業は出来ない。Therefore, electrical logging work is not possible.

この場合、通常とられている対策は、化学調泥材料を掘
削用泥水に多量に混入させ調泥し、時間をかけて、崩壊
部16のある部分に防壁をつくるかもしくはケーシング
管を挿入し、崩壊部16を覆うなどである。
In this case, the usual countermeasures are to mix a large amount of chemical slurry into the drilling mud, and then build a barrier or insert a casing pipe into the collapsed area 16 over time. , to cover the collapsed portion 16, etc.

ただしケーシング管を挿入すれば、ニュートロン・ガン
マ−検層等の放射能検層作業以外の、計測を主目的とす
るいづれの検層も適用できなくなる。
However, if a casing tube is inserted, any logging whose main purpose is measurement, other than radioactivity logging such as neutron/gamma logging, cannot be applied.

この場合、ケーシング管挿入前に掘削用掘り管13が挿
入可能であれば、本発明の装置を用いて崩壊部16の位
置・規模・性格等を適確に把握する事が、検層作業を通
じて可能となり、対策を樹で処置を施す事ができる作用
効果がある。
In this case, if the excavation pipe 13 can be inserted before inserting the casing pipe, it is possible to accurately grasp the location, size, character, etc. of the collapsed part 16 using the device of the present invention through well logging work. This has the effect of making it possible to take countermeasures against trees.

(H−4):石油・天然ガス等の試掘弁の如き、高角な
下方への試錐孔11において、しばしば見られるような
ベントナイト質等の膨じゆん性のある粘土のため、一旦
形成した試錐孔が除徐につぶれる、いわゆる盤ふくれ現
象がある場合は、時に検層作業が不能となる(図面4第
12図)。
(H-4): Due to the swelling clay such as bentonite, which is often seen in high-angle downward boreholes 11 such as test drilling valves for oil and natural gas, once formed If there is a so-called disk bulging phenomenon in which the hole gradually collapses, logging work is sometimes impossible (Figure 4, Figure 12).

この場合も通常対策としては、調泥方法を改めるか、ケ
ーシング管19を挿入する方法等があるのみである。
In this case as well, the only normal countermeasures include changing the mud preparation method or inserting a casing pipe 19.

このような原因で、実際の海洋域の掘削で、僅か1坑井
の作業を終るまでに、計画日数の上に2ケ月以上の日数
と、数億円の予定を超える負担が加わった例もあった。
Due to these reasons, there have been cases where actual drilling in offshore areas took more than two months beyond the planned number of days and cost hundreds of millions of yen more than planned to complete work on just one well. there were.

その際、本発明の装置を掘削用掘り管13に装着して篩
管する事が可能と判断する場合は、検層作業が可能とな
り、従来のように検層作業を可能な状態にするために、
時間をかげて盤ふくれ部18を完全にコントロールする
必要がなく、検層作業後にケーシング管を挿入シ、完全
な状態で作業を進める事が可能lとなる。
At that time, if it is determined that it is possible to attach the device of the present invention to the excavation pipe 13 and sieve the pipe, it becomes possible to perform well logging work, and to make the well logging work possible as in the past. To,
There is no need to completely control the board bulge 18 over time, and it becomes possible to insert the casing pipe after logging work and proceed with the work in a perfect state.

従って全体の工期を短くする事ができる作用効果がある
Therefore, there is an effect that the entire construction period can be shortened.

(■):石油試掘弁をふくめた広い意味の試錐孔11で
孔内の爆破作業を必要とする場合は、予め作業を予定し
ていた孔壁を拡大する場合などを除いて、突発的な要求
であるケースが多い。
(■): When blasting work is required in a borehole 11 in a broader sense, including an oil test drilling valve, it is necessary to perform blasting work in a sudden manner, except for cases such as enlarging the hole wall for which work has been scheduled in advance. In many cases, it is a request.

たとえば試錐孔11内で、鉄管類の破損、金属部品等の
孔内への落下などの、いわゆる孔内事故の直後の場合に
爆破作業を必要とする事が多いので、通常、孔内の状況
は不良であり、作業中に孔内の他の部分で崩壊を誘発す
る事を懸念する事がある。
For example, in the borehole 11, blasting work is often required immediately after a so-called in-hole accident, such as breakage of iron pipes or falling of metal parts into the borehole. is defective, and there is concern that it may cause collapse in other parts of the hole during work.

したがって、懸垂方法で爆薬を挿入する事に安全を期し
難く、爆薬が途中で抑留を受ける事を恐れ、挿入を躊躇
する。
Therefore, it is difficult to ensure safety when inserting explosives using the suspension method, and people hesitate to insert the explosives for fear that they may be detained midway.

この状況で、掘削用掘り管13の挿入が可能であると判
断し得るならば、本発明の装置を用いて爆破作業を行な
う事ができる。
In this situation, if it can be determined that the digging pipe 13 can be inserted, the blasting work can be performed using the apparatus of the present invention.

(図面10第i図もしくは第412図)。(Figure i or Figure 412 of Drawing 10).

またもし常用している掘削用掘り管13が挿入できなく
とも、径のさらに小さい他の掘削用掘り管13を使用す
る事もあり得る。
Furthermore, even if the commonly used excavation pipe 13 cannot be inserted, another excavation pipe 13 with a smaller diameter may be used.

従って、本発明の装置を用いた孔内の爆破作業は、安全
性のある着実な作業を遂行できる作用効果がある。
Therefore, the blasting operation in a hole using the apparatus of the present invention has the effect of allowing the operation to be carried out safely and steadily.

【図面の簡単な説明】[Brief explanation of drawings]

図面1ないし図面4の在来の検層作業の事例を示す図で
あり、図面1の第1図は垂直試錐孔の縦断面図。 第2図は傾斜掘り試錐孔の縦断面図。図面2の第3,4
,5図は孔心の角度が変化する傾斜掘り試錐孔の縦断面
図。 図面3の第6図は仰角をもつ場合、第7図は水平な場合
、第8図は伏角をもつ場合、また第9図は屈曲する場合
の横型試錐孔の縦断面図。 図面4の第10図は崩壊部のある場合、第11図は水層
のある場合、第12図は盤ふくれ部のある場合の試錐孔
の縦断面図。 図面5の第13図は本発明の包蔵装置の斜視図。 図面6から図面10までは本発明の実施例を示すもので
、図面6の第14図は掘削用掘り管の内側に接合部があ
る型、また第15図は外側に接合部がある型の包蔵装置
の部分縦断面図。 図面7の第16図は掘削用掘り管が離脱前の包蔵装置の
縦断面図。 第17図はa −bの横断面図。 第18図はc−dの横断面図。 第19図はe −fの縦断面図。図面8の第20図は掘
削用掘り管が離脱後の包蔵装置の縦断面図。 第21図はg−hの横断面図。第22図はi−jの横断
面図。 図面9の第23図と第24図とは包蔵装置の動作を示す
垂直な試錐孔の縦断面図。 図面10の第25,26,2γ図は各種の検層作業過程
の動作を示す垂直な試錐孔の縦断面図。 1:包蔵装置、2:主体部、3:接合部、4:底部、5
:溝、6:切れ込み、7:検層用電極部、8;検層用電
纜、9:滑車、10:記録装置等の検層装置地上部分、
11:試錐孔、12:孔心、13:掘削用掘り管、14
:地表、15:資源含有層、16:崩壊部、17:水層
、18:盤ぷくれ部、19:ケーシング管。
FIG. 1 is a diagram showing an example of conventional well logging work shown in Drawings 1 to 4, and FIG. 1 of Drawing 1 is a longitudinal cross-sectional view of a vertical borehole. Figure 2 is a longitudinal cross-sectional view of an inclined borehole. 3rd and 4th in drawing 2
, Figure 5 is a longitudinal cross-sectional view of an inclined borehole in which the angle of the hole center changes. Fig. 6 of Drawing 3 is a vertical cross-sectional view of a horizontal borehole when it has an elevation angle, Fig. 7 when it is horizontal, Fig. 8 when it has an inclination angle, and Fig. 9 when it is bent. FIG. 10 of Drawing 4 is a vertical cross-sectional view of the borehole in the case where there is a collapsed part, FIG. 11 is in the case where there is a water layer, and FIG. 12 is a longitudinal sectional view of the borehole in the case where there is a disc bulge. FIG. 13 of FIG. 5 is a perspective view of the packaging device of the present invention. Drawings 6 to 10 show embodiments of the present invention, and Fig. 14 of Fig. 6 shows a type with a joint on the inside of the excavation pipe, and Fig. 15 shows a type with a joint on the outside. FIG. 3 is a partial vertical cross-sectional view of the packaging device. FIG. 16 of Drawing 7 is a longitudinal sectional view of the storage device before the excavation pipe is detached. FIG. 17 is a cross-sectional view taken along line a-b. FIG. 18 is a cross-sectional view taken along line c-d. FIG. 19 is a vertical cross-sectional view along e-f. FIG. 20 of Drawing 8 is a longitudinal sectional view of the storage device after the excavation pipe is detached. FIG. 21 is a cross-sectional view taken along line gh. FIG. 22 is a cross-sectional view taken along line i-j. 23 and 24 of FIG. 9 are longitudinal sectional views of a vertical borehole showing the operation of the containment device. Figures 25, 26, and 2γ of Drawing 10 are longitudinal sectional views of a vertical borehole showing operations during various logging work processes. 1: Containment device, 2: Main body, 3: Joint, 4: Bottom, 5
: groove, 6: notch, 7: logging electrode part, 8: logging cable, 9: pulley, 10: ground part of logging device such as recording device,
11: Borehole, 12: Hole core, 13: Drilling pipe, 14
: Earth surface, 15: Resource-containing layer, 16: Collapsed part, 17: Water layer, 18: Plate bulge, 19: Casing pipe.

Claims (1)

【特許請求の範囲】[Claims] 1 非金属材料から成り一端が掘さく用掘り管にはめ込
みねじ込み等の手段で装置されかつ着脱自在であり内部
に検層用電極部を収納し得る筒型の包蔵装置を用いて、
検層用電極部を包蔵装置の中に挿入し、検層用電纜を包
蔵装置にもうけである切れ込みを通し、掘さく用掘り管
の外側に位置させたまま掘さく用掘り管を包蔵装置に装
着して試錐孔に送り、検層目的に応じ検層位置で掘さく
用掘り管を包蔵装置から離脱させ、孔内から引き出し、
さらに検層用電纜を巻きあげ検層用電極部を包蔵装置か
ら抜き出すことで発足し得る態勢を整え、計測等の作業
を施行する検層方法。
1. Using a cylindrical containment device made of a non-metallic material, one end of which is screwed into the drilling pipe, is detachable, and can accommodate the logging electrode section,
Insert the logging electrode part into the containment device, pass the logging wire through the notch made in the containment device, and insert the drilling pipe into the containment device while keeping it positioned outside the drilling pipe. Attach it and send it to the borehole, and depending on the purpose of logging, remove the drilling pipe from the containment device at the logging position and pull it out from the hole.
Furthermore, the well logging method involves rolling up the logging cable and extracting the logging electrode part from the storage device to prepare for inauguration and carry out work such as measurements.
JP53001095A 1978-01-11 1978-01-11 Borehole logging method using encasing device Expired JPS592875B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP53001095A JPS592875B2 (en) 1978-01-11 1978-01-11 Borehole logging method using encasing device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP53001095A JPS592875B2 (en) 1978-01-11 1978-01-11 Borehole logging method using encasing device

Publications (2)

Publication Number Publication Date
JPS5494401A JPS5494401A (en) 1979-07-26
JPS592875B2 true JPS592875B2 (en) 1984-01-20

Family

ID=11491925

Family Applications (1)

Application Number Title Priority Date Filing Date
JP53001095A Expired JPS592875B2 (en) 1978-01-11 1978-01-11 Borehole logging method using encasing device

Country Status (1)

Country Link
JP (1) JPS592875B2 (en)

Also Published As

Publication number Publication date
JPS5494401A (en) 1979-07-26

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